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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.1 LAdmitted-Finance | -25.00% | ₹11.1 L | L1 | Admitted-Finance |
| 2 | L2₹11.6 L+₹45,865.71 (4.13%)Admitted-Finance | -21.90% | ₹11.6 L+₹45,865.71 (4.13%) | L2 | Admitted-Finance |
| 3 | L3₹12.6 L+₹1.5 L (13.3%)Admitted-Finance | -15.00% | ₹12.6 L+₹1.5 L (13.3%) | L3 | Admitted-Finance |
| 4 | L4₹13.1 L+₹2.0 L (18.1%)Admitted-Finance | -11.40% | ₹13.1 L+₹2.0 L (18.1%) | L4 | Admitted-Finance |
| 5 | L5₹13.2 L+₹2.1 L (19.3%)Admitted-Finance | -10.56% | ₹13.2 L+₹2.1 L (19.3%) | L5 | Admitted-Finance |
Tender Value
₹14.9 L
EMD Value
₹29,732
Closing Date
10 Sept 2026, 6:00 pmClosed
OFFICE OF THE DISTRICT SOIL WATER CONSERVATION O
OFFICE OF THE DISTRICT SOIL WATER CONSERVATION OFFICER Baramulla/Bandipora
construction of DRSM/ crate Bund/Bags At NERU PURANA TULAIL
2026_SWCD_323194_1
NIT01
Open Tender
Civil Works
Percentage
BANDIPORA
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
accounts officer
₹29,732
16 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge
1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum x 65= 110.5 cum
2 | 110.5 | CUM | 436 | ₹48,178 |
| 2 | hand-packing stones in wire-crates; excluding cost of crates and stones
16’-0”x4’-0”x4’-0’=256cft or 7.25cum
Deduct 15% voids = 1.08 cum
T= 6.17 cum x 65 = 401.05 cum | 401.05 | Cum | 337.45 | ₹1,35,334.32 |
| 3 | Carriage of stones average lead of 600 m by head load
Qtty vide (3) =401.05 cum | 401.05 | Cum | 728.98 | ₹2,92,357.43 |
| 4 | Supply of crate wire mesh (4”x4”) including carriage up to site of work
1x 16’-0”x 16’-0”= 256 sft
Lids 2x 4’-0”x4’-0”= 16 sft
288sft @ 220gram / sft = 63.36kgx 65= 4118.4 kg | 4,118.4 | KG | 94.06 | ₹3,87,376.7 |
| 5 | construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 6” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones & bond stones ,its carriage up to site of work, labour component ,supervision etc, complete job.
(At Spots):-
1x( 1.50m + 1.20m)/2 x 1.20m x 90.8m = 147.09 cum
D/d 15% voids = (-) 22.06 cum
-----------------------------
T= 125.03 cum or say 125cum | 125 | CUM | 1,099 | ₹1,37,375 |
| 6 | Supply of empty cement bags
Qtty = 1 x 37400 no = 37400 no | 37,400 | NO | 3 | ₹1,12,200 |
| 7 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
0.30mx0.25mx0.40m = 0.036 cum x 37400 no = 1346. cum | 1,346 | CUM | 272.45 | ₹3,66,717.7 |
| 8 | Carriage of empty cement bags average 20 km by MT & 500m HL
Qtty = 1 x 37400 no = 37400 no | 37,400 | NO | 0.24 | ₹9,004.05 |
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